general notes concrete and reinforcement...

GENERAL NOTES

GENERAL

1. WHERE DOCUMENTS ARE REFERENCED IN THE GENERAL AND DESIGN NOTES, THEYSHALL BE THE LATEST EDITIONS, UNLESS OTHERWISE NOTED OR SHOWN.

2. READ STRUCTURAL DRAWINGS IN CONJUNCTION WITH SEPARATELY BOUNDSPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS.

3. BEFORE PROCEEDING WITH WORK, CHECK ALL THE DIMENSIONS SHOWN ONSTRUCTURAL DRAWINGS AGAINST ARCHITECTURAL, ELECTRICAL AND MONUMENTDRAWINGS AND EXISTING SITE CONDITIONS. REPORT INCONSISTENCIES TOCONSULTANT BEFORE PROCEEDING WITH THE WORK.

4. CHECK AND VERIFY IN THE FIELD ALL SIZES AND DIMENSIONS INVOLVING THE EXISTINGSTRUCTURE AND COORDINATE WITH NEW CONSTRUCTION.

5. VERIFY AND OBTAIN PRIOR APPROVAL OF DIMENSIONS AND LOCATIONS OF ALLOPENINGS, PIPE SLEEVES, SLOTS, TRENCHES AND ELECTRICAL FLOOR DUCTS ASREQUIRED BY OTHER TRADES.

6. DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. ELEVATIONS ARE INMETERS UNLESS NOTED OTHERWISE.

7. DO NOT SCALE DRAWINGS.

8. THE CONTRACTOR SHALL PROPOSE A FULL METHODOLOGY FOR EXECUTING THEWORK.

MATERIALS

1. SEE SPECIFICATIONS FOR CLASS OF CONCRETE AND OTHER REQUIREMENTS.

CONCRETE STRENGTH:- SIDEWALKS AND SOG EXPOSED TO SALT ….. 32 MPa (C-2)

3. REINFORCEMENT: CONFORM TO CSA G30 SERIES, fy = 400 MPa FOR ALL CONCRETEREINFORCEMENT EXCEPT fy = 440 MPa FOR WELDED WIRE FABRIC. PROVIDE WELDEDWIRE FABRIC IN FLAT SHEETS ONLY. ALL REINFORCEMENT IS EPOXY COATEDREINFORCEMENT.

4. ANCHOR BOLTS: CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED OR SHOWN.

5. NON-SHRINK GROUT: COMPRESSIVE STRENGTH- MISCELLANEOUS USE..................................35 MPa (@ 28 DAYS)

6. FOUNDATION INSULATION: EXTRUDED POLYSTYRENE WITH A MINIMUM COMPRESSIVESTRENGTH OF 0.41MPa (60psi) UNLESS OTHERWISE NOTED.

FOUNDATIONS

1. REFER TO GEOTECHNICAL REPORT BY WSP DATED FEB 07, 2017.

2. IT IS THE RESPONSIBILITY OF CONTRACTOR TO VERIFY THE GEOTECHNICALINFORMATION AND TO OBTAIN HIS OWN DATA AND TO POINT DISCREPANCIES TO THECONSULTANT WHERE THEY OCCUR.

CONCRETE AND REINFORCEMENT

1. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURINGCONCRETE. CHAIRS, TIES, SPACERS, ADDITIONAL BARS AND STIRRUPS SHALL BEPROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL REINFORCEMENT.

2. CONSTRUCTION JOINTS SHALL BE DOWELED, KEYED AND THOROUGHLY CLEANED.

3. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 150 mm (6") OR ONE FULL MESH,WHICHEVER IS GREATER.

4. COORDINATE AND INSTALL ALL REQUIRED EMBEDDED ITEMS, INSETS SLEEVES,POCKETS, ETC. AS REQUIRED PRIOR TO PLACEMENT OF CONCRETE.

5. EPOXY COATED BARS MAY BE SUBSTITUTED FOR GALVANIZED REBAR.

FORMWORK

1. FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF C.S.A. SPECIFICATION A23MAND A.C.I. SP.4.

2. FORMWORK SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OF THEPROVINCE OF ONTARIO TO WITHSTAND ALL SUPERIMPOSED LOADS DURINGCONSTRUCTION.

3. SHORING, RE-SHORING AND CONSTRUCTION LOADS SHALL BE CONTROLLED TOENSURE THAT NO STRUCTURAL ELEMENT IS OVERSTRESSED.

4. MAKE NECESSARY ALLOWANCE FOR FORMWORK CREEP AND DEFLECTION AND ADJUSTACCORDINGLY TO ACHIEVE THE ELEVATION FOR THE COMPLETION OF THE JOB.

5. CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED AND SO AS NOT TO IMPAIRTHE STRENGTH OF THE STRUCTURE.

6. IF CONSTRUCTION JOINTS ARE NOT SPECIFICALLY LOCATED AND THERE IS ANY DOUBTOR DISCREPANCY REGARDING THE LOCATION, THE CONTRACTOR SHALL INFORM ANDOBTAIN APPROVAL OF THE CONSULTANT BEFORE PROCEEDING WITH THE WORK.

7. INDICATE THE CONSTRUCTION JOINTS AND POURING SEQUENCES FOR THE REVIEW OFTHE CONSULTANT PRIOR TO PLACING OF CONCRETE.

8. THE CONTRACTOR SHALL MAKE NECESSARY ALLOWANCE FOR ANY VARIATION AND/ORANY REVISIONS MADE ON ACCOUNT OF SUB-TRADES AND PRODUCT SELECTION FORTHE COMPLETION OF THE PROJECT.

ANCHOR INSTALLATION IN EXISTING CONCRETE

1. FOR ANCHOR RODS REFER TO CUP DRAWINGS.

2. COMPLY WITH MANUFACTURER GUIDELINES FOR ANCHOR INSTALLATION

3. INSTALLER SHALL BE TRAINED BY ANCHOR MANUFACTURER.

4. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS ANDEXPANSION ANCHORS. INSPECT AND PULL TEST EXPANSION ANCHORS AND ADHESIVE(EPOXY) ANCHORS ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS.

TESTING AND INSPECTION

1. THE CONTRACTOR SHALL ARRANGE FOR THE FOLLOWING ITEMS TO BE INSPECTEDAND/OR TESTED BY AN INDEPENDENT THIRD-PARTY INSPECTION/TESTING AGENCYACCEPTABLE TO THE OWNER AND THE CONSULTANT. COPIES OF ALL TEST REPORTSSHALL BE FORWARDED TO THE OWNER AND CONSULTANT ON THE SAME DAYS TESTSARE MADE. THE ITEMS TO BE TESTED SHALL INCLUDE BUT NOT BE LIMITED TO THEFOLLOWING.

2. GEOTECHNICAL:PERFORM ALL TESTING AND INSPECTION (COMPACTION AND SUBGRADE PREPARATIONETC.) AS PER THE REQUIREMENTS OF THE DRAWINGS AND THE GEOTECHNICAL REPORT.

3. CONCRETE:CONCRETE TO BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CSA A23.1AND A23.2, INCLUDING THE REQUIREMENTS FOR AIR, SLUMP AND AGE PRIOR TO BEINGUSED. CONTRACTOR TO MAINTAIN RECORDS OF POUR DATES, TESTING PERFORMED,CLASS OF CONCRETE USED AND TEST RESULTS FOR ALL ITEMS POURED. RESULTS OFCYLINDER STRENGTH TESTING TO BE SENT TO OWNER AND CONSULTANT. ALL MIXDESIGNS TO BE REVIEWED BY TESTING AGENCY.

4. REINFORCING STEEL:INSPECTION OF REBAR PLACEMENT, SIZES AND CONFORMANCE WITH REVIEWEDSHOPDRAWINGS SHALL BE MADE BY AN INSPECTION AGENCY. CONTRACTOR SHALLADDITIONALLY ADVISE CONSULTANT OF MAIN PLANNED POURS, AT LEAST 24 HOURSPRIOR TO CONCRETE PLACEMENT.

DESIGN NOTES1. GENERAL

1.1. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE ONTARIO BUILDING CODE, 2012.

1.2. ALL REINFORCED CONCRETE ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITHCSA/CAN3-A23.3, "DESIGN OF CONCRETE STRUCTURES".

1.3. LIVE LOADS AND OTHER LOADS:

1.3.1. SUPERIMPOSED DEAD LOADS AND LIVE LOADS ARE SHOWN ON FLOOR PLANS.VALUES GIVEN ARE UNFACTORED SERVICE LOADS UNLESS OTHERWISE NOTED ORSHOWN.

1.3.2. LIVE LOADS ON STRUCTURAL ELEMENTS HAVE BEEN REDUCED AS PERMITTED BYCODE.

NORR LimitedAn Ingenium Group Company

175 Bloor St. EastNorth Tower, 15th FloorToronto, ON, Canada M4W 3R8www.norr.com

Project No.

ECBL16-0143Drawing No.

Project Manager Drawn

Project Leader Checked

Client Name/Project Name/North Arrow - Edit as Required

Drawing Title

This drawing has been prepared solely for theuse of CLIENT NAME and there are norepresentations of any kind made by LEGALCOMPANY NAME to any party with whom LEGALCOMPANY NAME has not entered into acontract.

This drawing shall not be used for constructionpurposes until the seal appearing hereon issigned and dated by the Architect or Engineer.

REVISSUED FORDATE

FILENAME: PLANS - SECTIONS PLOTSYLE TABLE: Ingenium.ctb PLOT DATE: February 27, 2017 TIME: 4:57 PM

H. SAFFARINI

GN-1

H. SAFFARINI

V. JANUSZKO

H. SAFFARINI

GENERAL NOTES

LORD STANLEY'S CUP MONUMENTSPARKS STREET MALL & ELGIN STREETOTTAWA, ON

2017FEB28 CLIENT REVIEW A

4800

9031

4000

EDGE OF TACTILE STRIP BOUNDARYTO BE LOCATED UP TO FOOT OFROAD ADJACENCY.

EXTENT OF DEMOLITION



Project No.





Drawing Title

H. SAFFARINIThis drawing has been prepared solely for theuse of CLIENT NAME and there are norepresentations of any kind made by LEGALCOMPANY NAME to any party with whom LEGALCOMPANY NAME has not entered into acontract.


REVISSUED FORDATE

FILENAME: SITE PLAN PLOTSYLE TABLE: ---- PLOT DATE: February 27, 2017 TIME: 4:57 PM

SP

H. SAFFARINI

V. JANUSZKO

H. SAFFARINI

SITE PLAN



AutoCAD SHX Text

S P A R K S S T R E E T M A L L

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(CLOSED BY BY-LAW 23-60, INST. CR401415) (PEDESTRIAN MALL BY BY - LAW 206 - 65)

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P I N 0 4 1 1 5 - 0 0 0 8

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S O U T H S P A R K S S T R E E T L O T S

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P A R T 1, 5 R - 1 4 3 7 1

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N° 50

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HH

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HH

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TMH

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MH

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HH

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WV

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WV

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CB

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FH

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P o s t O f f i c e B u i l d i n g

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P A R T 2 1, 4 R - 1 2 7 1 0

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WV

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TL

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OL

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WV

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BMH

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WV

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C o n c r e t e P a v e r s

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Concrete Curb

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Concrete Wall

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Metal Rail Fence

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Concrete Base

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HMH

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Granite Pavers

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Granite Pavers

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Concrete Pavers

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Concrete Pavers

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Interlocking Brick

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G r a n i t e P a v e r s

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C o n c r e t e G u t t e r

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WMH

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D e p r e s s e d C u r b

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C o n c r e t e W a l k w a y

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A s p h a l t

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Concrete Pavers

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GV

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MH

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I n t e r l o c k i n g B r i c k

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C o n c r e t e W a l k

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C o n c r e t e W a l k

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Concrete Wall/Bench

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Drain

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"United Way" Wooden Sign on Concrete Base

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G r a n i t e P a v e r s

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Concrete & Stone Base for "Grizzly Statue"

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Concrete

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Concrete Bench /Wall (0.6 High)

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C o n c r e t e

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HMH

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OL

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OL

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E L G I N S T R E E T

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OL

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N O R T H S P A R K S S T R E E T L O T S

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Stairs

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Gas Meter

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Note Face of Existing Buildings at Grade not Shown

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HH

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JOB BENCHMARK #2 PWGSC Control Monument Brass Cap Labeled "PPD H21" Elev=76.20

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JOB BENCHMARK #1 Cut Cross in Concrete Base Elevation=77.64

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Steps

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Note Face of Existing Buildings at Grade not Shown

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Telephone on Concrete Column

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0.406 Dia. Watermain

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0.300 Dia. Gasmain

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C o n c r e t e

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Sign

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Concrete Pavers

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Concrete

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Concrete

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Bike Rack

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Concrete Wall

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N° 44

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Window Well with Wrought Iron Grill

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Concrete Curb/ Retaining Wall

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Window Well with Wrought Iron Grill

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4 Storey

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N° 46 1/2

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N° 56

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MH (PCO-BCD)

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I n t e r l o c k i n g B r i c k

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N° 59 5 1/2 Storey

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(Formerly SPARKS STREET)

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(Ottawa Road N%%D 91)

2%

SLO

PE

DO

WN

GRANITE PAVERS SLOPED

TO TRNASITION SMOOTHLY

FROM RINK TO TACTILE

INDICATORS

REINSTATED EXISTING

GRANITE PAVERS w/

TACTILE INDICATORS

SLOPED TO TRANSITION

SMOOTHLY TO EXISTING

UNEXCAVATED STREET

REINSTATED EXISTING

GRANITE PAVERS w/

TACTILE INDICATORS

SLOPED TO MATCH RINK

SURFACE SLOPE OF 2%.

WHERE HATCHED THUS:

1. REMOVE AND STORE

EXISTING PAVERS.

2. SAND FILL TO PRODUCE

SMOOTH SLOPE TRANSITION

FROM RINK EDGE/TACTILE

INDICATORS TO SURROUNDING

UNEXCAVATED STREET.

3. REINSTATE EXISTING PAVERS

AND REPLACE WHERE

DAMAGED.

RINK TOPPING SLAB SHALL HAVE

A UNIFORM SLOPE FOLLOWING

INDICATED ARROW .

VERIFY SPOT ELEVATIONS PER

SITE MEASUREMENTS.

SG-2

1

5965 4035

7394 2606

T/O RINK

EL+77.175

T/O RINK

EL+77.092

EXIST CIRCULAR

CONCRETE FEATURE

EXIST BRICK PAVERS

750

CONCRETE

PEDESTALS

607

600

600

2320

952

1082

2% SLOPE

DOWN

GRADE TRANSITION TO BE

WITHIN WIDTH OF STRAIGHT

RINK PORTION

OF

RIN

K

ST

RA

IGH

T E

DG

E

19.67°



This drawing has been prepared solely for the use ofCLIENT NAME and there are no representations ofany kind made by LEGAL COMPANY NAME to anyparty with whom LEGAL COMPANY NAME has notentered into a contract.

This drawing shall not be used for constructionpurposes until the seal appearing hereon is signedand dated by the Architect or Engineer

Drawing Title

FILE NAME: PLOT DATE:

Project Leader


Checked

Project No.

Drawing No.


H. SAFFARINI

H. SAFFARINI H. SAFFARINI

V. JANUSZKO

ECBL16-0143


P:\ECBL16-0143 - Lord Stanley GiftMonument\500-Deliv\BIM\01-WIP_Models\STANLEY- SITE TOPOGRAPHY.rvt

27/02/2017 5:07:33 PM

SITE GRADING PLAN

SG-1

DATE ISSUED FOR REV

SCALE: 1 : 50SG-1

PLAN1


REINSTATED EXISTINGGRANITE PAVERSw/ TACTILE INDICATORSON EXIST SLAB SLOPEDTO MEET EXIST GRADE.

GRANITEPAVERS

REINSTATED EXISTINGGRANITE PAVERSw/ TACTILE INDICATORSAT NEW SLOPE-REFER TO SITEGRADING DWGS

EXISTING GRANITE PAVERSTO BE REMOVED AND

REINSTATED

E X I S T I N G S U B G R A D E(R E F E R T O S U R V E Y)

EXIST STREETLEVEL

(POST OFFICE)

EXIST CONCRETE HANDHOLE BASE TO BEDEMOLISHED ANDBACKFILLED

DE

PT

HV

ER

IFY

SITE VERIFY3345

EXIST CIRCULARCONCRETE

FEATURE/BRICK PAVERS

LINE OF EXISTGRANITE PAVER

SLOPE

CONSTRUCT NEW SLABWHERE EXIST HAND

HOLE IS DEMOLISHED

EXIST SLAB

CONCRETETOPPING

-REFER TO CUPDRAWINGS

REFER TO SLABDRAWINGS FORINSULATION AND FILL

EXIST SLAB



This drawing has been prepared solely for the use ofCLIENT NAME and there are no representations ofany kind made by LEGAL COMPANY NAME to anyparty with whom LEGAL COMPANY NAME has notentered into a contract.

This drawing shall not be used for constructionpurposes until the seal appearing hereon is signedand dated by the Architect or Engineer

Drawing Title

FILE NAME: PLOT DATE:

Project Leader


Checked

Project No.

Drawing No.


H. SAFFARINI

H. SAFFARINI H. SAFFARINI

V. JANUSZKO

ECBL16-0143


P:\ECBL16-0143 - Lord Stanley GiftMonument\500-Deliv\BIM\01-WIP_Models\STANLEY- SITE TOPOGRAPHY.rvt

27/02/2017 4:58:16 PM

SITE GRADING SECTION

SG-2

DATE ISSUED FOR REV

SCALE: 1 : 25SG-2

GRADING SECTION1


ARMOR-TILE LIGHT GRAYTACTILE INDICATORS ON

EXISTING REINSTATEDGRANITE PAVERS

FIRE LANE WHITE CONCRETE TOPPING ONSLAB-ON-GRADE (TYP.)

BLACK CAMBRIAN GRANITE SEATLED LIGHT CONCEALED UNDERNEATH

IN-GROUND LED LIGHT FIXTURES OUTSIDE CUP BASE-REFER TO ELECTRICAL DWGS

12" x 2" DEEP HEAVY TOP STANDARD SS DIVIDER

STRIP TO SERVE AS CONTROL JOINTS.(TYP.)

BLACK GRANITE PUCK (TYP.)-REFER TO DETAIL 2/A3.

600

10000

4000

EXTENTS OFSCULPTURE BASEAND CONCRETEPEDESTALS

2SL-2

2SL-2

3/8" = 1'-0"

PLANSL-1

1

EXISTING REINSTATEDGRANITE PAVERS

1SL-3

SLAB THICKENINGBELOW

607

600

4473

5511

TO MATCHDIVIDER STRIP

TO MATCHDIVIDER STRIP

EXTENT OF MONUMENT @TOP RING-REFER TO CUP DRAWINGS



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

SL-1

H. SAFFARINI

V. JANUSZKO

H. SAFFARINI

CUP DRAWING 1RINK & MONUMENT PLAN



3/8" = 1'-0"

SECTIONSL-2

2

SLAB THICKENING ONRIGID INSULATION

3SL-3

SUBGRADE SCOPE:1. REMOVE ANY ORGANIC SOIL WITHIN THE EXTENT OF WORK OR A MINIMUM OF 200mm OF

EXISTING SUBGRADE AFTER EXIST SLAB/PAVER DEMOLITION.2. THE EXPOSED SUBGRADE SHOULD BE COMPACTED.3. PROVIDE A LAYER OF (MIN.) 200mm LAYER OF COMPACTED FREE DRAINING WELL-GRADED

CRUSHED SAND AND GRAVEL (GRANULAR A) COMPACTED TO 100% SPMDD.4. PROVIDE RIGID INSULATION AT AREAS NOTED.5. REFER TO WSP REPORT DATED FEB. 07, 2017.

455

BLACK CAMBRIAN GRANITE SEATLED LIGHT CONCEALED UNDERNEATH-REFER TO CUP AND ELEC DWGS

463

DECRA-SEAL W/B SEALER ON50mm WHITE CONCRETE TOPPING

RINK SURFACE ON 150mmCONCRETE SLAB ON GRADE

REINSTATED EXISTINGGRANITE PAVERS W/TACTILE INDICATORS

EXIST SOG-REFER TO GRADING DWGS &

SURVEY

SLOPE

LEVEL CONCRETEPEDESTAL FOR BENCHBASE

SLOPE DOWN

NOT

IN S

COPENOT IN SCOPE

REFER TO 3/SL-3FOR REINF.

REINSTATEDEXISTINGGRANITE PAVERS



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

SL-2

H. SAFFARINI

V. JANUSZKO

H. SAFFARINI

SLAB DRAWING 2CROSS-SECTION E-W



3/4" = 1'-0"

SCULPTURE BEARING DETAILSL-3

1

U/S SCULPTURE ELEV.(TOP OF PEDESTALS)

SS SCULTPURE BY FABRICATORPAINTED w/ BESA−GLASS M.S.

URETHANE CCR

EXISTING REINSTATEDGRANITE PAVERSREINSTATED EXISTING GRANITE

PAVERS w/ TACTILE INDICATORS-REFER TO SITE GRADING DWGSFOR SLOPE AND NEW SLAB INFO.

REINSTATED EXISTINGGRANITE PAVERS w/TACTILE INDICATORS ONEXIST SLAB-REFER TO SITEGRADING DWGS

REFER TO SITE GRADINGPLAN & SECTIONS

RIGID INSULATION

PREFABRICATED SS SCULPTUREPAINTED W/ BESA−GLASS M.S.

URETHANE CCR

INTEGRATEDSS BASEPLATE

CONCRETE PEDESTALFOR SCULPTURE BASE

EPOXY ANCHORED BOLTS-REFER TO CUP STRUCTURALDWGS

REMOVEABLE COVERPLATE FOR ANCHORBOLTS INSTALLATION

CONCRETE TOPPINGCONCRETETOPPING

150

150

3/4" = 1'-0"

SCULPTURE BASE DETAILSL-3

3

150mm SLAB-ON-GRADEREINF. w/ 10C@300

CENTRE EW

10C@300BEW

SLOPE DOWN

NOT INSCOPE

600

DRAINAGE RAMP-RERER TO SITE GRADING(SG- SERIES) DWGS

10@300DOWELS

4-10M CONT.

76

50

3" = 1'-0"

PUCK DETAILSL-3

2

MORTAR BED

CONCRETE TOPPING

38mm GRANITE PUCK(VIA CORING)

SLA

B-O

N-G

RA

DE



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

SL-3

H. SAFFARINI

V. JANUSZKO

H. SAFFARINI

SLAB DRAWING 3SECTIONS & DETAILS



PART A - GENERAL

1 CODES & REGULATIONS

1.1 ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OF THE BUILDING CODE, ELECTRICAL CODE, C.S.A.

STANDARDS, UNDERWRITERS' LABORATORIES, ALL APPLICABLE CODES, AND ALL OTHER AUTHORITIES

HAVING JURISDICTION. THESE CODES AND REGULATIONS CONSTITUTE AN INTEGRAL PART OF THE

SPECIFICATIONS.

2 BUILDING STANDARDS

2.1 COMPLETE ALL ELECTRICAL WORK IN ACCORDANCE WITH THE RELEVANT SECTIONS OF THE BASE BUILDING

SPECIFICATIONS, DRAWINGS, AND STANDARDS TO THE SATISFACTION OF THE CONSULTANT AND/OR THE

BUILDING OWNER. THE BASE BUILDING DOCUMENTS WILL BE MADE AVAILABLE FOR REVIEW BY THE BUILDING

OWNER IF SO REQUIRED.

3 SITE VISIT

3.1 THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL DRAWINGS CAREFULLY TO DETERMINE THE

EXTENT OF WORK AFFECTING THE EXISTING BUILDING. DETERMINE AND INCLUDE IN THE TOTAL PRICE, THE

TOTAL COST OF LABOUR AND MATERIAL TO DISCONNECT, REMOVE, RELOCATE, BLANK OFF, REROUTE OR

MAKE SAFE ALL EXISTING SERVICES, CONDUITS, WIRE, BOXES, LUMINAIRES AND EQUIPMENT AS REQUIRED.

3.2 NO CLAIM FOR EXTRA COST FOR ADDITIONAL WORK WILL BE ENTERTAINED FOR OBVIOUS CONSIDERATIONS

THAT MAY HAVE BEEN OVERLOOKED.

4 PERMITS AND INSPECTIONS

4.1 THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS

AND INSPECTIONS AS REQUIRED OR REQUESTED.

4.2 ONCE THE ELECTRICAL WORK HAS BEEN COMPLETED AND ACCEPTED BY THE OWNER, THE ELECTRICAL

CONTRACTOR SHALL PROVIDE THE OWNER WITH CERTIFICATES VERIFYING THAT THE WORK HAS BEEN

COMPLETED IN ACCORDANCE WITH ALL CODES, BUILDING STANDARDS AND ALL AUTHORITIES HAVING

JURISDICTION.

5 INSURANCE

5.1 PROVIDE INSURANCE FOR THE DURATION OF THE PROJECT TO PROTECT THE BUILDING OWNER, TENANT, AND

TRADES FROM ALL CLAIMS. SUBMIT, AT THE TIME OF THE BID, PROOF OF AN AMOUNT ACCEPTABLE TO

BUILDING OWNER AND TENANT.

6 CONTRACT DOCUMENTS

6.1 THE DRAWINGS FOR THE WORK OF THIS DIVISION ARE IN PART DIAGRAMMATIC, INTENDED TO CONVEY THE

SCOPE OF WORK, GENERAL ARRANGEMENT, APPROXIMATE SIZES AND LCOATIONS OF THE EQUIPMENT AND

OUTLETS.

6.2 REPORT ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL, INTERIOR DESIGNER, MECHANICAL,

STRUCTURAL, SECURITY, AUDIO VISUAL, KITCHEN, LANDSCAPE DRAWINGS, ETC. AND THE ENGINEER'S

DRAWING TO THE ENGINEER PRIOR TO INSTALLATION.

6.3 WHENEVER DIFFERENCES OCCUR BETWEEN PLANS AND DIAGRAMS, SCHEMATICS, AND BETWEEN

SPECIFICATIONS AND DRAWINGS, THE MAXIMUM CONDITION SHALL GOVERN AND THE TENDER SHALL BE

BASED ON WHICHEVER IS THE GREATER AMOUNT.

7 SHOP DRAWINGS

7.1 SUBMIT SHOP DRAWINGS OF LUMINAIRES, PANELBOARDS AND OTHER MAJOR ELECTRICAL EQUIPMENT, AS

REQUESTED BY ENGINEER, UNLESS OTHERWISE NOTED. EACH SHOP DRAWING SHALL BE CHECKED AND

STAMPED AS BEING CORRECT BY THE GENERAL CONTRACTOR AND THE APPROPRIATE TRADE BEFORE

SUBMISSION TO THE ENGINEER FOR APPROVAL.

8 RECORD DRAWINGS

8.1 KEEP A RECORD SET OF DRAWINGS ON THE SITE ON WHICH SHALL BE CLEARLY INDICATED, THE EXACT

LOCATION OF ALL OUTLETS, FIXTURES, FEEDER RUNS, PANELS, CONDUITS, JUNCTION BOXES, PULL BOXES,

ETC. INFORMATION ON THESE DRAWINGS SHALL BE INCORPORATED IN THE AS-BUILT DRAWINGS UPON

COMPLETION OF THE PROJECT.

9 EXTRA WORK

9.1 IN CASES WHERE EXTRA WORK OF ANY KIND IS REQUIRED, OBTAIN WRITTEN INSTRUCTIONS FROM THE

ARCHITECT/DESIGN CONSULTANT BEFORE PROCEEDING. PAYMENTS WILL BE MADE FOR AUTHORIZED

CHANGES ONLY.

9.2 QUOTATION WITH BREAKDOWN OF MATERIAL, LABOUR, OVERHEAD, PROFIT, ETC. SHALL BE SUBMITTED FOR

EACH CHANGE. LABOUR UNITS SHALL BE BASED ON THE LATEST NATIONAL ELECTRICAL CONTRACTORS

ASSOCIATION (NECA) LABOUR UNITS COLUMN ONE FOR THE COMPLETE DURATION OF THE PROJECT.

MATERIAL PRICES SHALL BE BASED ON THE CURRENT NATIONAL PRICE SYSTEM WITH TRADE DISCOUNTS.

HOURLY LABOUR RATE SHALL INCLUDE ALL RELATED CHARGES FOR SUPERVISION, HYDRO INSPECTION, HAND

TOOLS, PARKING, CLEAN-UP, AS BUILT DRAWINGS AND ADDITIONAL BONDING.

10 WARRANTY

10.1 THE CONTRACTOR SHALL PROVIDE THE TENANT WITH A WRITTEN THREE-YEAR WARRANTY, COMMENCING ON

THE DATE OF ACCEPTANCE. THE WARRANTY SHALL COVER THE COMPLETE ELECTRICAL INSTALLATION. THE

ELECTRICAL CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTS IN MATERIALS OR WORKMANSHIP

THAT OCCUR DURING THE WARRANTY PERIOD AT A TIME CONVENIENT TO THE TENANT/BUILDING OWNER, AND

AT NO EXTRA COST.

11 AS-BUILTS

11.1 PROVIDE AS-BUILT DRAWINGS OF THE ACTUAL INSTALLATION AS ELECTRONIC FILES IN AUTOCAD COMPATIBLE

FORMAT. CONTRACTOR MAY OBTAIN CONSULTANT'S AUTOCAD FILES AT A CHARGE OF $50.00 PER DRAWING

FILE; MINIMUN CHARGE IS $150.00 PER PROJECT.

11.2 AS-BUILT DRAWINGS SHALL INCORPORATE ALL CHANGES AND DEVIATIONS FROM TENDER DRAWINGS,

INCLUDING ALL MAIN CONDUIT RUNS, CABLE TRAYS, JUNCTION BOXES AND INFORMATION RECORDED ON

RECORD DRAWINGS DURING CONSTRUCTION.

11.3 ENGINEER'S STAMP AND COMPANY LOGO SHALL BE REMOVED FROM DRAWINGS. DRAWINGS SHALL BE

MARKED “AS-BUILT”, ALONG WITH ELECTRICAL CONTRACTOR'S NAME.

12 CLOSE-OUT DOCUMENTS

12.1 AFTER COMPLETION OF THE PROJECT, PROVIDE THE FOLLOWING DOCUMENTS TO THE BUILDING OWNER, THE

TENANT AND THE ENGINEER:

- THREE SETS OF FULL-SIZE AS-BUILT DRAWINGS, ALONG WITH DISK(S)

- ESA CERTIFICATE

- FIRE ALARM VERIFICATION REPORT AND CERTIFICATE

- WRITTEN WARRANTY

PART B - EXECUTION

1 WORKMANSHIP

1.1 ALL WORK SHALL BE CARRIED OUT AND PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF

THE ARCHITECT/DESIGN CONSULTANT. ANY UNSATISFACTORY WORK BY THE DIVISION SHALL BE REPLACED

WITHOUT EXTRA COST TO THE OWNER.

1.2 THE CONSTRUCTION SITE SHALL BE KEPT CLEAN AND ANY DEBRIS AND CONSTRUCTION MATERIAL SHALL BE

REMOVED FROM THE SITE THROUGHOUT THE CONSTRUCTION PERIOD AND ON COMPLETION OF THE WORK.

2 SCHEDULING

2.1 ALL WORK SHALL BE SCHEDULED AND COORDINATED TO AVOID ANY CONFLICTS WITH OTHER TRADES,

BUILDING OWNER AND TENANT(S) DURING OR AFTER CONSTRUCTION. ALLOW FOR ALL NECESSARY PREMIUM

TIME. ALL ALLOWANCE FOR THIS SHALL BE INCLUDED IN THE TENDER PRICE.

3 DELIVERY OF EQUIPMENT

3.1 DELIVERY SCHEDULE OF ALL MAJOR ITEMS OF EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE

SUBMITTED IN WRITING TO THE GENERAL CONTRACTOR AT THE START OF THE PROJECT. FAILURE TO

IDENTIFY DELIVERY PROBLEMS MAY RESULT IN DELAY CLAIMS.



Project No.





Drawing Title



REVISSUED FORDATE

FILENAME: E0-E2 PLOTSYLE TABLE: Ingenium.ctb PLOT DATE: February 28, 2017 TIME: 11:31 AM

H. SAFFARINI

E1

W. NORRIS

Y. ZHAO

S. RANADIVE

SPECIFICATION SHEET 1 OF 2



4 ROUTING OF EQUIPMENT

4.1 NEW CONDUITS AND OTHER NEW SERVICES SHALL BE CAREFULLY ROUTED SO THAT THEY DO NOT INTERFERE

WITH ANY EXISTING INSTALLATIONS. ROUTING OF EQUIPMENT IN BUILDING COMMON AREAS AND RISER ROOMS

SHALL BE REVIEWED AND APPROVED BY BUILDING OWNER PRIOR TO INSTALLATION. ANY EXISTING CONDUITS,

CABLE TRAYS, BUS DUCTS OR OTHER SERVICES THAT INTERFERE WITH THE NEW INSTALLATION SHALL BE

RELOCATED UNDER THIS CONTRACT.

5 FLOOR PENETRATION / SLAB PENETRATION

5.1 X-RAY AND OBTAIN WRITTEN APPROVAL FROM BUILDING OWNER PRIOR TO PENETRATING ANY STRUCTURAL

SURFACES OR FLOOR SLABS AND CARRY OUT THE WORK IN ACCORDANCE WITH THE BUILDING STANDARDS. THE

CONTRACTOR SHALL REPLACE OR REPAIR ANY ITEMS WHICH ARE DAMAGED DUE TO THIS WORK AT NO EXTRA

COST TO THE BUILDING OWNER.

5.2 ALL NEW SERVICES THAT PENETRATE THE FLOOR SLAB OR FIRE-RATED WALLS OR CEILINGS SHALL BE IN

CONDUIT AND SHALL BE SEALED WITH AN APPROVED NON-SHRINK, WATERPROOF AND FIREPROOF SEALANT.

6 CUTTING AND PATCHING

6.1 ALL CUTTING AND PATCHING REQUIRED TO THE BUILDING STRUCTURE FOR THE WORK SHALL BE INCLUDED AS

PART OF THIS CONTRACT, UNLESS OTHERWISE ADVISED BY THE GENERAL CONTRACTOR.

7 NOISE & VIBRATION

7.1 ALL ELECTRICAL EQUIPMENT SHALL OPERATE WITHOUT OBJECTIONABLE NOISE OR VIBRATION TO THE OWNER'S

SATISFACTION.

8 GROUNDING

8.1 ALL GROUNDING SHALL CONFORM TO THE ELECTRICAL SAFETY CODE AND LOCAL AUTHORITY REQUIREMENTS.

8.2 PROVIDE SEPARATE GREEN INSULATED GROUND CONDUCTOR IN EVERY POWER CONDUIT TO ALL DEVICES,

LUMINAIRES, EQUIPMENT, AND WITH ALL FEEDERS.

9 DIRECTORY

9.1 PROVIDE TYPEWRITTEN DIRECTORIES FOR NEW AND EXISTING PANELBOARDS WITHIN THE AREA OF WORK, TO

REFLECT THE LATEST REVISIONS. LABELLING TO BE BASED ON ROOM NUMBERS AND/OR LOCATION AND LOAD

TYPES.

10 DISRUPTION OF EXISTING SERVICES

10.1 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DISRUPTION TO THE EXISTING SERVICES. THE

EXISTING BUILDING MUST BE KEPT IN OPERATION AT ALL TIMES. ARRANGE WORK IN SUCH A MANNER THAT

INTERRUPTIONS IN SERVICES OCCUR ONLY AT SCHEDULED TIMES. INTERRUPTIONS SHALL BE SCHEDULED WITH

THE ARCHITECT/DESIGN CONSULTANT AT LEAST 48 HOURS IN ADVANCE. OVERTIME WORK THAT MAY BE

REQUIRED TO TIE-IN SERVICES AT NIGHT OR ON WEEKENDS SHALL BE INCLUDED IN THE TENDER AMOUNT.

11 DEFECT OR INTERFERENCE

11.1 EXAMINE THE WORK OF THE OTHER TRADES, AS THEY AFFECT THIS DIVISION. REPORT AT ONCE TO THE

ARCHITECT/DESIGN CONSULTANT ANY DEFECT OR INTERFERENCE THAT MAY AFFECT THE WORK OF THIS

DIVISION OR THE GUARANTEE OF THIS WORK.

PART C - MATERIAL

1 GENERAL

1.1 ALL ELECTRICAL EQUIPMENT SHALL BE C.S.A. APPROVED AND BEAR THE C.S.A. STAMP. ALL EQUIPMENT

SHALL BE NEW UNLESS OTHERWISE NOTED.

2 WIRE AND CABLE

2.1 ALL WIRE AND CABLE SHALL BE COPPER WITH TYPE R-90, X-LINK INSULATION, AND MINIMUM NO. 12 AWG

WIRE SIZE. NO. 10 AND 12 TO BE SOLID, AND NO. 8 AND LARGER TO BE STRANDED.

2.2 SIZE ALL WIRE FOR MAXIMUM 3% VOLUME DROP AT 80% LOAD AND 90% POWER FACTOR.

3 CONDUIT

3.1 ALL WIRING IN CEILINGS AND PARTITIONS SHALL BE IN EMT CONDUIT WITH STEEL SET-SCREW COUPLING AND

CONNECTORS.

3.2 ALL WIRING IN SLABS SHALL BE IN RIGID PVC CONDUIT.

3.3 ALL EMPTY CONDUITS SHALL BE COMPLETE WITH NYLON PULL STRING. DO NOT CADDIE CLIP CONDUITS TO

CEILING HANGERS.

4 PULL BOXES

4.1 A MINIMUM OF ONE PULL BOX SHALL BE INSTALLED FOR EVERY 30 M (100') OF CONDUIT (EACH 90 DEGREE

BEND SHALL EQUATE TO A 9 M (30') LENGTH OF CONDUIT). NO MORE THAN TWO 90 DEGREE BENDS SHALL BE

INSTALLED BETWEEN TWO PULL BOXES.

5 RECEPTACLES

5.1 DUPLEX RECEPTACLES SHALL BE 120 VOLT, 15 AMP AND SPECIFICATION GRADE UNLESS OTHERWISE NOTED.

VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECT/DESIGN CONSULTANT PRIOR TO

INSTALLATION. WHITE DECORA STYLE TO MATCH EXISTING.

5.2 MANUFACTURER - LEVITON, LEGRAND, COOPER INDUSTRIES OR APPROVED EQUAL.

6 COVERPLATES

6.1 EXPOSED COVERPLATES SHALL BE MADE OF UNBREAKABLE NYLON AND INSTALLED AFTER FINAL PAINTING,

FLUSH WITH THE WALL. COLOUR TO MATCH DEVICES UNLESS OTHERWISE NOTED.

6.2 MANUFACTURER - LEVITON, LEGRAND, COOPER INDUSTRIES OR APPROVED EQUAL.

7 LUMINAIRES

7.1 ALL NEW LUMINAIRES SHALL BE AS SPECIFIED ON DRAWINGS. ALTERNATES ARE NOT ACCEPTABLE WITHOUT

APPROVAL BY ENGINEER AND CLIENT.



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

E2

W. NORRIS

Y. ZHAO

S. RANADIVE

SPECIFICATION SHEET 2 OF 2



BLACK GRANITE SEAT

KEY NOTES:

INDICATED LUMINAIRE TO BE INSTALLED "IN-GRADE"PER MANUFACTURER'S RECOMMENDATIONS.LUMINAIRES TO BE WIRED IN "DAISY CHAIN"CONFIGURATION. FROM REMOTE DRIVER TO BEINSTALLED WITHIN MONUMENT BASE. COORDINATEAIMING DIRECTION OF LUMINAIRE WITH MONUMENTARTIST/LIGHTING DESIGNER PRIOR TO ROUGH-IN.

INDICATED LUMINAIRE TO BE INSTALLED WITHINRECESS ON UNDERSIDE OF GRANITE SEAT.LUMINAIRE TO BE WIRED BACK (POWER & DMXCONTROLS) TO REMOTE DRIVER/DMX INTERFACETO BE INSTALLED WITHIN MONUMENT BASE VIAIN-SLAB (LIQUID-TITE) CONDUIT. COORDINATEMOUNTING CONFIGURATION WITH ARCHITECTURALDETAILS.

INDICATES EXISTING BELOW GRADE CONDUIT TO BEEXTENDED TO STUB UP INTO ACCESSIBLE BASE OFMONUMENT AND TERMINATED IN WP JUNCTIONBOX. EXISTING CONDUIT RUNS BACK TO EXISTINGPANEL LOCATED ON SPARKS STREET. THISCONTRACTOR TO PROVIDE (X1) NEW 20A-1PCIRCUIT BREAKER WITHIN PANEL WITHCHARACTERISTICS (kAIC RATING, MANUFACTURER,ETC.) TO MATCH EXISTING BREAKERS. AT PANELLOCATION, PROVIDE (x1) 120V, 20A-1PCONTACTOR MOUNTED WITHIN NEMA 4XENCLOSURE C/W HEATING ELEMENT AND (x1) WPPHOTOCELL. RUN WIRING FROM NEW BREAKER BACKTO MONUMENT VIA CONTACTOR, INCLUDE FORMINIMUM OF 50m OF WIRING. CONFIGURECONTACTOR SUCH THAT LIGHTING CIRCUIT ISONLY ACTIVE DURING NIGHT TIME CONDITION.

INDICATES REMOTE DRIVERS TO BE INSTALLEDWITHIN ACCESSIBLE BASE OF MONUMENT. DRIVERSMUST BE MINIMUM IP66 RATED OR MOUNTEDWITHIN NEMA 4X ENCLOSURE. ALL CONDUITS ANDASSOCIATED FITTINGS MUST BE LIQUID-TITE.COORDINATE INSTALLATION REQUIREMENTS WITHARCHITECTURAL DETAILS.

INDICATES HARDWIRED CONNECTION TO 400W,120V HEATING ELEMENT C/W INTEGRALTHERMOSTAT CONFIGURED TO KEEP ACCESSIBLESPACE WITHIN MONUMENT BASE ABOVE 0°C TOPROTECT TEMPERATURE SENSITIVE ELECTRONICS.

INDICATES PROGRAMMABLE DMX CONTROLLEREQUAL TO LUMENPULSE LUMENCUE SERIES C/WlumenID KIT TO BE INSTALLED WITHIN ACCESSIBLEBASE OF MONUMENT. CONTRACTOR TO INCLUDEFOR 1-DAY OF MANUFACTURERCOMMISSIONING/PROGRAMMING AS PART OF THISCONTRACT. FINAL PROGRAMMING TO BEDETERMINED ON SITE TO THE SATISFACTION OFTHE MONUMENT ARTIST/CONSULTANT.

EXTENTS OFSCULPTUREBASE ANDCONCRETEPEDESTALS

1

2

3

4

1 TYPICAL (x6)

1TYPICAL (x12)

2

L3

L2

L1

3

4

FEED POINT

L1

L1 L1

L1

L1

L2

L2

L2

L2

L2

L2 L2

L2

L2

L2

L2

5

5

6

6



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

E3

W. NORRIS

Y. ZHAO

S. RANADIVE

ELECTRICAL PLAN



LUMINAIRE SCHEDULE

L1

LUMINAIRE TAGNUMBER

MANUFACTURER

L2

L3

LUMENPULSE

CATALOGUE NUMBER

LOG-120-12-RGBW-60x60-UMAS-SI-DMX/RDM-CRC

VOLTAGE

120

SOURCE

LED

COLOURTEMP.

RGBW

CRI

N/A

CONTROLS

DMX

LUMENS

1775

NOTES

IN-GROUND COLOUR CHANGING LED UPLIGHT C/W EXTRUDEDALUMINUM HOUSING, TEMPERED GLASS LENS (IKO7 RATED), IP66RATING AND DMX CONTROL. NOTE: CONTRACTOR TO ENSUREALL LEADER/JUMPER CABLES, CONNECTORS, ETC. ARE PROVIDEDAS REQUIRED FOR A COMPLETE OPERATIONAL INSTALLATION.

DIMENSIONS

305 x 59mm

DENALIS-UL-F-DE-LED-x63

-WFL-POL-9120 LED 4000°K 80 ON/OFF2000

IN-GROUND CIRCULAR LED UPLIGHT C/W PVC/BRASS HOUSING,IMPACT RESISTANT TEMPERED GLASS LENS AND REMOTE DRIVER.NOTE: DRIVER TO BE SIZED TO ACCOMMODATE ALL FIXTURES INRUN. CONTRACTOR TO ENSURE ALL LEADER/JUMPER CABLES,CONNECTORS, ETC. ARE PROVIDED AS REQUIRED FOR ACOMPLETE OPERATIONAL INSTALLATION

100mm DIA.

DRIVER

REMOTE

MOUNTING

RECESSED(IN-GROUND)

RECESSED(IN-GROUND)

REMOTE

MODA LIGHT RGB-SNX-D-BF-RGB-12FT 120 LED RGB N/A DMX576

FLEXIBLE COLOUR CHANGING LED FIXTURE C/W IP67 RATING,REMOTE DRIVER AND DMX INTERFACE. NOTE: DRIVER TO BESIZED TO ACCOMMODATE ENTIRE RUN. CONTRACTOR TOENSURE ALL LEADER/JUMPER CABLES, CONNECTORS, ETC. AREPROVIDED AS REQUIRED FOR A COMPLETE OPERATIONALINSTALLATION

18 x 3658mmSURFACE

(IN GRANITERECESS)

REMOTE

WATTAGE

18

20

42



Project No.





Drawing Title



REVISSUED FORDATE


H. SAFFARINI

E4

W. NORRIS

Y. ZHAO

S. RANADIVE

LIGHTING SCHEDULE



general notes concrete and reinforcement...

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